A model specification for FRP composites for civil engineering structures

By L. Bank, T. Gentry, B. P. Thompson, J. Russell. 2003

212 citations recorded by the source corpus.

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Mechanical properties of epoxy nanocomposites using titanium dioxide as reinforcement – A review (2015, methodology): “Issues related to selection and applications for FRPC have been discussed by Karbhari [4], Einde [5] Bank [6], Bakht [7], ACI Committee 440 [8] and Nanni et al. [9].”
Durability of basalt fibers and composites in corrosive environments (2015, background): “Most studies of the durability of FRP composites to date have focused on carbon, aramid, and glass FRP composites.(7) In general, carbon FRP is not sensitive to most corrosive environments, such as alkaline, acid, and salt environments, whereas glass FRP degrades considerably in an alkaline environm”
Construction and cost analysis of an FRP reinforced concrete bridge deck (2006, background): “The FRP deck panel and FRP grid were classified into two material classes while the FRP rebars were classified as a single class [8].”
Durability of GFRP Reinforcing Bars Embedded in Moist Concrete (2009, methodology): “…long-term durability performance of FRP in an alkaline environment, extensive studies have been conducted to develop accelerated aging procedures and predictive models for long-term strength estimates, especially for GFRP bars Porter et al. 1997; Dejke 2001; Bank et al. 2003; Chen et al. 2006 .”